Highly impressed the way simply you explain everything. Well done mam! This channel deserves million subscribers
@satyam02083 ай бұрын
Thank you so much ma'am, your all video lectures help me a lot in DCS.
@nileshm66013 жыл бұрын
Neat and clear explanation.. really nice mam... Keep it up 🙏
@senggrikmomin6644 Жыл бұрын
Thank you so much mam , great topic looking forward to learn more from you, especially next video on slender column.
@anandvanapalli30013 жыл бұрын
Explanation is very clear and nice mam... Please tag link for design of long column under the discripition of this video so we can easily find out. Thank you once again.
@samirgavit9039 Жыл бұрын
helllo mam , your teaching method is tooo good 👌👌👌 thanks you very much for these video and other
@ashokkumaryadav64772 жыл бұрын
Very clear concept. Why not 8mm dia tie in the place of 6 mm as per IS 13920-2016?Rest is ok.Deserving more subscribers.
@dipendranathbhowmick65778 ай бұрын
Very good presentation madam. Thank u very much
@sarfarazali26473 жыл бұрын
Very nice and detailed Explanation, ❤️👍🏻
@MoinKhan-kc8gz3 жыл бұрын
If only every college has such a lecturer every student will pay attention and achieve great things thanks btw
@shwetagoyal76973 жыл бұрын
Thank you Moin. U tube has now become a global University. Consider me your college teacher and enjoy the knowledge gaining process👍👍
@mahasraj41714 ай бұрын
Please make session about QS and project Management Thanking you Mam
@SanjuSanju-me2tn11 ай бұрын
Need more structural design videos you explanation is lucid and clear, please madam.. I can see you are not active here from last 3 years.. Hope you are doing well and all the best madam, thanks
@surajshinde85864 жыл бұрын
Very nicely explained madam. Thank you for sharing
@jaydeepganguly61442 жыл бұрын
Thanks for all your valuable knowledge giving 🙏
@md.shabee85633 жыл бұрын
Thankyou mam for such a nice detailed explanation.
@aktech.2171 Жыл бұрын
Mam, how to find major and minor axis moment. When those two moment not given means how to find .
@khurramali19752 жыл бұрын
So well explain, great effort
@md.shabee85633 жыл бұрын
Mam, If possible, please do come up with the videos on following topics. 1)Comprehensive design of Building. 2) Design of Staircase. 3) Design of Retaining wall. 4) Design of Water tank. Only if possible , please Mam 🙏 Anyways thanks for these.
@simhachalampisini2383 жыл бұрын
Very well explained madam. Thank you
@asharamiitm52582 жыл бұрын
Thank you ma'am.
@raflleuberttandog84202 жыл бұрын
Ma'am I have a question . What the vertical load that I have solved based from the Dead load and live load totals only of 200kN and the Mux is 53.58 kN.m and Muy is 53.43 kN.m, can this still qualify as Biaxial column Ma'am? considering that it has only 200kN vertical load. the unsupported length is 3m
@civilideas19252 жыл бұрын
👍🏻
@chethandv26702 жыл бұрын
Hi... ma'am your class very nice..please do the class for long column Design
@destinationjash3427 Жыл бұрын
What is d name of chart and where can we get it
@septpg113mnagaraju63 жыл бұрын
Madam All columns are design in biaxial ? Please reply
@CrazyBoy-ns3wi Жыл бұрын
perfectly explained maam
@thegamer-748 ай бұрын
Very nice mam
@shortvideos-qt5ec3 жыл бұрын
Before i watch lots of video but i dont understand .but after watch this video i solve any problems based on column subjected to bi axial bending
@shwetagoyal76973 жыл бұрын
Good to hear that the videos helped you in clearing the concepts
@syedarsalanali85063 жыл бұрын
Very Well explained. Thanks madam
@syedarsalanali85063 жыл бұрын
Madam. In i cant find ur lecture for design of long column..
@muskansharma74903 жыл бұрын
Thankyou Ma'am! very well explained . I have one doubt that in 3rd step we have assumed dia of tie and dia of main bar as 8mm and 25mm but in last we have provided 6mm and 20 mm dia. IS that okay ?
@shwetagoyal76973 жыл бұрын
Good evening Muskan. I hope the videos are helpful. Regarding your query, the values in step 3 were taken roughly to get the value of d'. Even if we change it to 20 mm there, the change will be insignificant, and will not affect the design. Also, in the last step, after getting the area of longitudinal reinforcement, you can use 25 mm dia bars instead of 20 mm. It will lead to lesser number of bars. In all, these are broad design procedure and will not get affected by minor fine tuning at the end.
@muskansharma74903 жыл бұрын
@@shwetagoyal7697 I got it. Thankyou Ma'am
@nileshm66013 жыл бұрын
Mam if possible .. plz explain T beam concept with example in future... 👍
@yashwanthk63652 жыл бұрын
Ma'am, I have a small doubt, how to find Mux & Muy. Please explain. Thank you
@hs.markandeyahonnalisiddap553411 ай бұрын
Modifythegivenmomentxstosuitthepercentageofxsteelalsothefinalcondition muxeq 60knm and muyeq 30knm 36:34
@shortvideos-qt5ec3 жыл бұрын
Thanq mam for this video
@santhoshkumarchandoli25093 жыл бұрын
Madam please make a video on braced and unbraced columns
@khurramali19752 жыл бұрын
Please teach, interaction diagram for shear walls
@junaidashraf68793 жыл бұрын
Thank you mam
@septpg113mnagaraju63 жыл бұрын
Madam r u completed structural engineering in mtech